Standard triaxial and repeated-load triaxial tests were conducted on the 5 granular materials used in the test sections. These tests were also conducted on CH subgrade clay having California Bearing Ratio (CBR) values of 4, 10, and 15. By closely following the protocol described in the ...
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The test procedures comprise the measurement of soil permeability, CBR value, drained and undrained shear strength, and consolidation characteristics. Additional material in this new edition includes the Fall cone procedure for measurement of shear strength in clays based on the European Technical Specific...
内容提示: Designation: D1883 − 16Standard Test Method forCalifornia Bearing Ratio (CBR) of Laboratory-CompactedSoils 1This standard is issued under the f i xed designation D1883; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision...
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The developed empirical correlations may be beneficial to approximate time consuming strength characteristic as well as physical properties at various locations within area under consideration using simple and rapid DCP test. KeywordCBR, DCP, OMC, MDD, PBTM. A. Patel...
Additionally, W-D cycles have a damaging effect on CBR values of Marginal aggregates (up to 55% reduction in CBR results after 16 cycles of W-D), whereas, CBR results of Premium aggregates show a subtle increase after conditioning. The W-D cycles also affect the properties of fine ...
Based on the results, the study proposes a preliminary procedure to derive the in situ correlation equation from that obtained from the in-mould laboratory tests in the CBR mould.doi:10.1016/j.trgeo.2016.12.002Ampadu, Samuel Innocent Kofi
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